EWP Hangers - USP Connectors

Purlin Hangers – JDS series
Materials: 18 gauge
Finish: G90 galvanizing
Codes: Load values are derived from
data ubmitted to various North
American building code evaluators.
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• Joist nails must be driven at a 30° to 45° angle through the
purlin into the header to achieve listed loads. Standard length
“double shear” nails must be used to achieve listed load
values.
1 3 /4˝
Header
Top opening of
starburst prong
provides a
witness hole
Typical JDS26
installation
NEW
H
TF
W
JDS24S
H
TF
W
Raised dimple
allows 30˚ to
45˚ nailing
Starburst prong
for temporary
attachment to
truss
© Copyright 2013 USP Structural Connectors ®
Typical JDS24S
installation
JDS26-175
installation
JDS26-175
JDS26
(JDS24 similar)
Raised dimple
allows 30˚ to
45˚ nailing
Double shear nail
design features
fewer nails and
faster installation
Uses standard
length nails
Hangers
Purlin
Size
2 x 4
2 x 6
2 x 4
saddle
2 x 6
saddle
Dimensions (in)
Fastener Schedule 2,3
Factored Resistance
Header Each Purlin DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)
USP
Steel
Top Face Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1
Stock No. Ref. No. Gauge W H TF Qty Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%
JDS24S Min 1 2 10d x 1-1/2 2 10d x 1-1/2 785 340 3.49 1.51 560 245 2.49 1.09
PF24A 18 1-9/16 3-1/2 3/4
JDS24S Max 2 -- -- 10d x 1-1/2 2 10d 945 640 4.20 2.85 670 455 2.98 2.02
JDS26S Min 1 2 10d x 1-1/2 4 10d x 1-1/2 905 665 4.03 2.96 640 470 2.85 2.09
PF26A 18 1-9/16 5-1/2 3/4
JDS26S Max 2 -- -- 10d x 1-1/2 4 10d 1365 730 6.07 3.25 970 520 4.31 2.31
JDS24 Min 2 4 10d x 1-1/2 2 10d x 1-1/2 1575 685 7.01 3.05 1120 485 4.98 2.16
PFD24 18 1-9/16 3-1/2 1-9/16
JDS24 Max 4 -- -- 10d x 1-1/2 2 10d 1890 1285 8.41 5.72 1340 910 5.96 4.05
JDS26-175 -- -- 18 1-9/16 5-7/16 1-3/4 2 4 10d x 1-1/2 4 10d x 1-1/2 1805 1330 8.03 5.92 1280 945 5.69 4.20
JDS26 Min 2 4 10d x 1-1/2 4 10d x 1-1/2 1805 1330 8.03 5.92 1280 945 5.69 4.20
PFD26 18 1-9/16 5-1/2 1-9/16
JDS26 Max 4 -- -- 10d x 1-1/2 4 10d 2735 1465 12.17 6.52 1940 1040 8.63 4.63
1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed.
2) Minimum nail embedment shall be 8 nail diameters (typ).
3) NAILS:
red font.
112
1-800-328-5934 • www.USPconnectors.com